The invention discloses an inner support type foundation pit supporting soil pressure calculation method based on an asymmetric
soil arching effect, and relates to the technical field of
geotechnical engineering.The method comprises the steps that S1, a sliding surface model described in a
logarithmic spiral shape is established, a soil body behind a supporting structure is divided into an upper area influenced by the
soil arching effect and a lower area not influenced by the
soil arching effect, and the upper area is divided into a sliding surface model; s2, introducing an asymmetric soil arch calculation model considering
principal stress deflection in the upper region, constructing an arch differential unit along a large
principal stress track, and analyzing a
soil stress state based on a stress Moire circle, S3, respectively carrying
out stress analysis on the differential units in the upper region and the lower region, solving soil pressure distribution of the support structure, and calculating the soil pressure distribution of the support structure. S4, calculating
resultant force of soil pressure borne by the supporting structure and the position of an action point of the
resultant force; according to the method for calculating the supporting soil pressure of the inner supporting type foundation pit under the asymmetric soil arching effect, a scientific theoretical basis and a practical
engineering method are provided for design of a foundation pit supporting structure under a soft foundation and a complex environment.